Setting soil strength parameters for slope stability calculations

Авторы: Fomenko I.K., Kurguzov K.V., Zerkal O.V., Sirotkina O.N.
Сборник: Geotechnics Fundamentals and Applications in Construction: New Materials, Structures, Technologies and Calculations
Серия: Proceedings in Earth and geosciences
Том: 2
Глава в коллективной монографии
Год издания: 2019
Место издания: CRC Press/Balkema Leiden, The Netherlands
Первая страница: 59
Последняя страница: 64
DOI: 10.1201/9780429058882-12
Аннотация: A paradigm shift is emerging in Russia’s present-day geotechnical engineering in response to the need for wider application of the concept of nonlinearity of soil deformation and strength perform-ance. Recognizing this need will have serious consequences for all the aspects of engineering-geological studies. The article deals with the diversity and the complexity of selecting the optimal failure criterion when assessing slope stability. Descriptions are given of the most commonly used soil strength models and among them classical Mohr-Coulomb model and its modifications.
Добавил в систему: Фоменко Игорь Константинович

	ИСТИНА	Войти в систему Регистрация
	ФНКЦ РР
	Главная Поиск Статистика О проекте Помощь

ИСТИНА